B-1 SURFACE ELEVATION
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1 5A
2 5B
3 LOGGED BY El. S. Bhangoo DRILLING CONTRACTOR Pitcher Drilling DRILLING METHOD Rotary Wash BEGIN DATE SAMPLER TYPE(S) AND SIZE(S) (ID) SPT, MC BOREHOLE BACKFILL AND COMPLETION COMPLETION DATE BOREHOLE LOCATION (Lat/Long or North/East and Datum) BOREHOLE LOCATION (Offset, Station, Line) DRILL RIG CME 55. SPT HAMMER TYPE Automatic,140 lb GROUNDWATER READINGS DURING DRILLING 14.0 ft AFTER DRILLING (DATE) HOLE ID B-1 SURFACE ELEVATION BOREHOLE DIAMETER 5 in HAMMER EFFICIENCY, ERi 75% TOTAL DEPTH OF BORING 91.0 ft ELEVATION (ft) DEPTH (ft) 0 Material Graphics DESCRIPTION ASPHALT 3" of AC over 6"AB. Sample Depth Sample Number Blows per 6 in. Blows per foot Moisture Content (%) Dry Unit Weight (pcf) Shear Strength (tsf) Recovery (%) RQD (%) Drilling Method Casing Depth Remarks 1 2 Poorly graded SAND with SILT (SP-SM); dense; gray; moist; fine SAND DS (+#4=0%, -#200=8.2%) PA Wet PCI-CT 5 BR LSB.GPJ TEMPLATE GDT 1/31/ LOG OF TEST BORING PARIKH CONSULTANTS, INC. Geotechnical & Materials Engineering (continued) Date: LA SELVA BEACH TRESTLE STRUCTURE RETROFIT SANTA CRUZ, CALIFORNIA Job No.: LSB This log is part of the report prepared by Parikh Consultants, Inc. for the named project and should be read together with that report for complete interpretation. This summary applies only at the location of this boring and at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered. 40 DS Plate: 6A
4 ELEVATION (ft) DEPTH (ft) Material Graphics DESCRIPTION Poorly graded SAND with SILT (SP-SM); dense; gray; moist; fine SAND. layer description continued from previous page Poorly graded SAND with SILT (SP-SM) (continued). Sample Depth Sample Number 5 Blows per 6 in Blows per foot 42 Moisture Content (%) 27 Dry Unit Weight (pcf) Shear Strength (tsf) Recovery (%) RQD (%) Drilling Method Casing Depth Remarks Medium to fine SAND; (+#4=0%, -#200=7.9%) PA Very dense; dark gray /6" DS PCI-CT 5 BR LSB.GPJ TEMPLATE GDT 1/31/ (+#4=0.3%, -#200=7.9%). LOG OF TEST BORING PARIKH CONSULTANTS, INC. Geotechnical & Materials Engineering (continued) Date: LA SELVA BEACH TRESTLE STRUCTURE RETROFIT SANTA CRUZ, CALIFORNIA Job No.: LSB This log is part of the report prepared by Parikh Consultants, Inc. for the named project and should be read together with that report for complete interpretation. This summary applies only at the location of this boring and at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered. 60 PA Plate: 6B
5 ELEVATION (ft) DEPTH (ft) Material Graphics DESCRIPTION Sample Depth Sample Number Blows per 6 in. Blows per foot Moisture Content (%) Dry Unit Weight (pcf) Shear Strength (tsf) Recovery (%) RQD (%) Drilling Method Casing Depth Remarks 56 Poorly graded SAND with SILT (SP-SM); dense; gray; moist; fine SAND. layer description continued from previous page Fine SAND Poorly graded SAND (SP); very dense; gray; wet; fine SAND; (+#4=0%, -#200=3.2%). 13 /6" REF PA /5.5" /6" PCI-CT 5 BR LSB.GPJ TEMPLATE GDT 1/31/ Yellowish brown; (+#4=0%, -#200=4.3%). LOG OF TEST BORING PARIKH CONSULTANTS, INC. Geotechnical & Materials Engineering (continued) Date: /5.5" 22 LA SELVA BEACH TRESTLE STRUCTURE RETROFIT SANTA CRUZ, CALIFORNIA Job No.: LSB This log is part of the report prepared by Parikh Consultants, Inc. for the named project and should be read together with that report for complete interpretation. This summary applies only at the location of this boring and at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered. PA Plate: 6C
6 ELEVATION (ft) DEPTH (ft) Material Graphics DESCRIPTION Sample Depth Sample Number Blows per 6 in. Blows per foot Moisture Content (%) Dry Unit Weight (pcf) Shear Strength (tsf) Recovery (%) RQD (%) Drilling Method Casing Depth Remarks Poorly graded SAND (SP) (continued). Poorly graded SAND (SP); very dense; gray; wet; fine SAND; (+#4=0%, -#200=3.2%). layer description continued from previous page SILTY SAND (SM); very dense; dark gray; wet; fine SAND; ( -#200=34.7%). Bottom of borehole at 91.0 ft bgs/elev. 0 ft /6" This Boring Record was developed in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010) except as noted on the Soil or Rock Legend or below PCI-CT 5 BR LSB.GPJ TEMPLATE GDT 1/31/ LOG OF TEST BORING PARIKH CONSULTANTS, INC. Geotechnical & Materials Engineering Date: LA SELVA BEACH TRESTLE STRUCTURE RETROFIT SANTA CRUZ, CALIFORNIA Job No.: LSB This log is part of the report prepared by Parikh Consultants, Inc. for the named project and should be read together with that report for complete interpretation. This summary applies only at the location of this boring and at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered. Plate: 6D
7
8
9 Parikh Consultants, Inc. Direct Shear Test (ASTM D3080) Date: 1//2013 Shear Stress (psi) Peak: Phi = 53.0 C = 0.4 psi Residual: Phi = 52.3 C = 0.4 psi NO NO Peak(s) Peak Tangent Checked By: PD Delta h (in) Normal Load (psi) Initial Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Specimen A B C D Shear Stress (psi) Specimen A Strain (%) Specimen B Specimen C Specimen D Final Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Normal Stress (psi) Peak Stress (psi) Residual Stress (psi) Strain (%) Rate (in/min) A B C D Date 1/16/2013 Tested By: DPD Horizontal Deformation (in) Project Date Date 1/16/2013 Project: LA SELVA BEACH TRESTLE STRUCTURE Location: Santa Cruz, California Project Number: LSB N/A N/A N/A N/A Boring Number B-1 Sample Number: 1 Depth: 6' Sample Type: Remolded to Native Density Failure Photographs Description: Poorly Graded Sand with SILT (SP-SM), gray Test Type: Direct Shear - Consolidated Drained Conditions Remarks:
10 Parikh Consultants, Inc. Direct Shear Test (ASTM D3080) Date: 1/21/2013 Shear Stress (psi) Peak: Phi = 39.7 C = 2.1 psi NO NO Peak(s) Peak Tangent Checked By: PD Delta h (in) Normal Load (psi) Initial Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Specimen A B C D Shear Stress (psi) Specimen A Strain (%) Specimen B Specimen C Specimen D Final Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Normal Stress (psi) Peak Stress (psi) Residual Stress (psi) Strain (%) Rate (in/min) A B C D Date 1/17/2013 Tested By: DPD Horizontal Deformation (in) Project Date Date 1/17/13 Project: LA SELVA BEACH TRESTLE STRUCTURE Location: Santa Cruz, California Project Number: LSB N/A N/A N/A N/A Boring Number B-1 Sample Number: 4 Depth: 21' Sample Type: Remolded to Native Density Failure Photographs Description: Poorly Graded Sand with SILT (SP-SM), gray Test Type: Direct Shear - Consolidated Drained Conditions Remarks:
11 Parikh Consultants, Inc. Direct Shear Test (ASTM D3080) Date: 1/7/2013 Shear Stress (psi) Peak: Phi = 38.1 C = 12.9 psi NO Peak(s) Peak Tangent Checked By: PD Delta h (in) Normal Load (psi) Initial Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Specimen A B C D Date 12/26/2012 Tested By: DPD Shear Stress (psi) Specimen A Strain (%) Specimen B Specimen C Specimen D Horizontal Deformation (in) Final Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Normal Stress (psi) Peak Stress (psi) Residual Stress (psi) Strain (%) Rate (in/min) A B C D Project Date Date 12/26/12 Project: LA SELVA BEACH TRESTLE STRUCTURE Location: Santa Cruz, California Project Number: LSB N/A N/A N/A N/A Boring Number B-1 Sample Number: 9 Depth: 45.5 Sample Type: Undisturbed Failure Photographs Description: Poorly Graded Sand with Silt (SP-SM) Test Type: Direct Shear - Consolidated Drained Conditions Remarks:
12 PLATE NO: 10
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